drawing no. + b1 15850 approx + b3 + b2+ b1+ b6 + b4 + b5 ... · 23.06.2020 · not for...
TRANSCRIPT
84100
24300
15
00
1
5
8
5
0
A
P
P
R
O
X
700029400
+
B
1
+
B
1
+
B
2
+
B
3
+
B
4
+
B
5
+
B
6
E
E
E
E
E
E
E
E
E
t
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
E
E
E
t
t
T
T
T
T
EXISTING PRIVATE
WHARF STRUCTURE
EXISTING PRIVATE
WHARF STRUCTURE
1:14
RAMP
EXISTING
LEASE
BOUNDARY
TYP
APPROXIMATE
SWING MOORING
TO BE RELOCATED
AS REQUIRED
TYP
APPROX LINE OF
ROCK OUTCROP
EXISTING BELLS
WHARF STRUCTURE
ALUMINIUM HANDRAIL WITH 600mm
OPENINGS FOR VESSEL ACCESS
(450mm OFFSET FROM PONTOON EDGE)
APPROX EXTENT
OF SEAGRASS
STEEL PONTOON
RESTRAINING PILES WITH
HDPE SLEEVE TYP (12 OFF)
LADDER
(SS)
PROPOSED NEW
LEASE BOUNDARY
TYP
DIVER LOCATED TELSTRA
SUBMARINE CABLE
DIVER LOCATED AUSGRID
SUBMARINE CABLE
APPROXIMATE DIVER
LOCATED TELSTRA
SUBMARINE CABLE
4 NEW MOORING POSTS TO BE
PLACED AWAY FROM SERVICE
LINES (2m MIN)
2m BUFFER ZONE EITHER
SIDE OF SUBMARINE
CABLE FOR PILING
FERRY SHELTER ENCLOSED
ON 4 SIDES (2.5 x 4.5m
STANDING CAPACITY 20)
16m LONG x 1.2m CLEAR
WIDTH GANGWAY ALUMINIUM
(2m HINGED TREADPLATE)
WITH FRP MESH DECKING
LIFE BOUY ATTACHED TO
SIDE OF SHELTER (1 OFF)
'ORCA' SOLAR BOLLARD
LIGHTING OR APPROVED
EQUIVALENT (11 OFF)
FERRY
PONTOON
MOORING
CLEATS
TYP
Ø457 x 12.7 CHS STEEL
FENDER/SPRINGER PILE WITH HDPE
SLEEVE (3 OFF) 7m MIN EMBEDMENT
INTO SOUND MATERIAL HDPE
SLEEVE TO HAVE 1.5m EMBEDMENT
INTO SEABED
124005000
11
00
0 M
IN
10
00
0 M
IN
60
00
14
00
0
26
00
0
60
00
18
00
18
00
24
00
55
00
55
00
30
00
6000
ROUGH WATER MOORINGS
TELSTRA
TELSTRA
TELSTRA
TELSTRA
TELSTRA
TELSTRA
TELSTRA
TELSTRA
TELSTRA
TELSTRA
TELSTRA
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
FE
RR
Y
12
m L
ON
G
2
2
4
5
0
A
P
P
R
O
X
D & C ITEMSCONSTRUCTION ONLY ITEMS
(REFER DRG PA1979-RHD-00-BELL-SK2
DRAWING No.
DRAWN
COORD. SYSTEM DATUM
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning Australia Pty Ltd
PROJECT
c
SCOTLAND ISLAND
WHARF FACILITY UPGRADE
CLIENT
DO NOT SCALE
DRAWING No.
REF.SCALE
AT A1
Level 14, 56 Berry Street
North Sydney NSW 2060
Australia
Tel +61 2 88545000
Fax +61 2 99290960
Email: [email protected]
Website: www.royalhaskoningdhv.com
PA1979-RHD-00-
PA1979-RHD-00-
29.05.2020PA1979-MA-1001
C:\USERS\220029\BOX\PA1979 SCOTLAND ISL\PA1979 SCOTLAND ISL TEAM\PA1979 TECHNICAL DATA\E13 WORKING DOCUMENTS\DRAWINGS\CAD\PA1979-MA-1001
1:200 (A1) 1:400 (A3)
20m16128404
AUSTRALIAN HEIGHT DATUM
DR-MA-1001
DR-MA-1001
BELL WHARF
GENERAL ARRANGEMENT
CONCEPT PLAN
A
AS SHOWN
AHDMGASC
NOTES:
1. ALL DIMENSIONS ARE IN MILLIMETRES
AND ALL LEVELS ARE IN METRES
RELATIVE TO AUSTRALIAN HEIGHT
DATUM (AHD) APPROX 0.925m ABOVE
CHART DATUM (CD).
2. THE LOCATION OF THE SWING
MOORING POINTS HAS BEEN PROVIDED
BY ROADS AND MARITIME SERVICES
FROM A MOORING SURVEY
UNDERTAKEN ON 12TH APRIL 2018.
3. SWING CIRCLE RADIUS SHOWN FOR
EACH MOORING HAS BEEN ESTIMATED
BASED ON THE ADDITION OF A
NOMINAL VESSEL LENGTH OF 20m TO
1.5 TIMES THE WATER DEPTH BELOW
CHART DATUM.
4. BELLS WHARF SURVEY TO AHD
PROVIDED BY NORTHERN BEACHES
COUNCIL DATED 1ST APRIL 2019.
5. BATHYMETRIC SURVEY TO AHD
PROVIDED BY PORT AUTHORITY OF
NSW DATED 28TH MARCH 2019.
6. SERVICES INFORMATION OBTAINED
THROUGH DBYD, ENQUIRY DATED 11TH
APRIL 2019 AND LOCATED ON SITE BY
McLENNANS DIVING SERVICE 20TH
JUNE 2019.
LEGEND:
900 WIDE FINGER PONTOON
400-500mm FREEBOARD
LANDING PONTOON
500mm FREEBOARD
3000 WIDE WALKWAY PONTOON
500mm FREEBOARD
14000 LONG x 5000 WIDE PONTOON
700mm FREEBOARD
APPROX EXTENT OF SEAGRASS
(ZOSTERA CAPRIORNI) AND MARINE
ALGAE (CAULERPA TAXIFOLIA)
EXISTING STRUCTURE TO BE
DEMOLISHED
DESIGN VESSEL:
5m LENGTH VESSEL WITH 2m BEAM
BERTH SCHEDULE
EXISTING 12
PROPOSED:
FIXED MOORINGS 10
FLOATING MOORINGS 16
ROUGH WATER MOORINGS 16
TOTAL: 42
NOT FOR CONSTRUCTION
GENERAL ARRANGEMENT PLAN
1:200 (A1)
DIAL
YOU DIG
BEFORE
www.1100.com.au
A
29.05.2020
ISSUED FOR REVIEW SC SH
PROPOSED NEW LEASE
BOUNDARY COORDINATES
B1 E 341099.575, N 6276316.859
B2 E 341098.756, N 6276318.105
B3 E 341028.458, N 6276271.962
B4 E 341042.711, N 6276250.237
B5 E 341112.999, N 6276296.435
B6 E 341111.369, N 6276298.915
1-B
1-A
2-B
2-A
3-B
3-A
4-B
4-A
5-B
5-A
6-A
6-C
6-B6-BX
6-AA7-AA
7-AX
7-A
7-BB
7-B
7-C
8-C
8-B
8-A
8-AAA7-AAA
• ALL DIMENSIONS HAVE BEEN TAKEN FROM COUNCIL SURVEY AND SITE MEASUREMENTS AND ARE APPROXIMATE ONLY.
• BOLTS SHALL BE REPLACED AS NOMINATED WITH SS M20 316 A4-70.
• CLEAN AND RECOAT ALL GALVANISED BOLTS WITH SURFACE TOLERANT HIGH BUILD EPOXY PAINT. IF WHEN CLEANING THE BOLTS, IT IS DEEMED THAT THE INDIVIDUAL BOLT IS NOT ADEQUATE THEN THE SUPERINTENDENT SHALL BE NOTIFIED AND BOLTS REPLACED WITH SS M20 GRADE 316 A4-70.
• WHERE EXISTING JOISTS DO NOT BEAR ON HEADSTOCKS PACK WITH HDPE SHEETS.
• EXISTING PILES 2-B, 3-B & 5B TO BE REPLACED, INSTALL TEMPORARY PROPS BENEATH WHARF, REMOVE DECK/JOISTS AS REQUIRED, REMOVE EXISTING PILES AND DRIVE NEW PILES. EXISTING PILES 6-AA AND 7C, TO BE RETAINED, LOCALLY REMOVE DECK PLANKS AS REQUIRED, DRIVE NEW PILES NEXT TO EXISTING AND EXTEND STRUCTURAL CONNECTIONS.
• REMOVE EXISTING FAILED & CORRODE MOORING RINGS AND LADDERS.
• ALL CUT TIMBER SHALL BE TREATED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION.
EXISTING JETTY MEMBERS:
MODIFY/REPLACE EXISTING TIMBER HANDRAIL POST AND RAIL AS REQUIRED TO PROVIDE 600mm OPENINGS AT LADDERS TYP
EXISTING JOIST TYP
EXISTING HEADSTOCK TYP
EXISTING FENDER/SPRINGER PILE
GENERAL COMMENTS
HEADSTOCKS - 180 H x 100 W HARDWOOD1M20 BOLT TO PILE (WHARF HEAD)2M20 BOLTS TO PILE (WALKWAY)
JOISTS - 185 H x 90 W HARDWOOD
STAIR STRINGER - 200 PFC GALVANISED
PILE TIMBER (SIZE VARIES Ø350 APPROX)
TIMBER HANDRAIL - 90 x 90 POST AT 2m CTRS90 x 90 TOP RAIL AND 75 H x 45 W MID RAIL
SUBMARINE CABLE
(TELECOMMUNICATIONS ) SUBMARINE CABLE
(ELECTRICITY AUSGRID)
EXISTINGLIGHT POST
GROUTED ROCK SEAWALL
JOIST SOFT WITH FUNGAL GROWTH EVIDENT -SUPPLEMENT JOIST
APPROX 500 x 500 HOLE IN ROCK SEAWALL REPAIR WITH ROCK AND GROUT FILL
TIMBER WALKWAY AND STAIRS
SPLIT AND DETERIORATED JOIST POSSIBLE TERMITES- SUPPLEMENT/REPLACE JOINT- TERMITE INSPECTION RECOMMENDED
DECK PLANK DETERIORATED- REPLACE 2 DECK PLANKS
EXISTING SHED STRUCTURE ON DECK
EXTRACT TIMBER PILES
DEMOLISH EXISTING STAIRSAND STEEL STRINGERS
LARGE AND SIGNIFICANT SPLIT ENDS OF JOISTS (TYPICAL IN WHARF HEAD) -MONITOR
EXISTING PLATFORM OVERHANGS JETTY HEAD AREA USED FOR STORAGE OF BINS. OVERHANG TO BE STRENGTHENED WITH 2 NEW PILES AND HEADSTOCK AS SHOWN.- FIX PLATFORM JOISTS TO WHARF HEAD WITH SS M20 A4-70 BOLTS- CARE TO BE TAKEN WHILE INSTALLING PILES AS THEY ARE LOCATED WITHIN SERVICES BUFFER ZONE. REFER DRG BELL-SK1 - EXISTING SERVICE TO BE LOCATED AND CLEARLY MARKED PRIOR TO ANY PILING OPERATIONS
REATTACH JOIST TO PILE
NEW TIMBER SCREEN TO HIDE BINS
REPLACE HEADSTOCK TO PILE BOLTS (4 OFF)
INSTALL ADDITIONAL HEADSTOCK TO PILE BOLTS (2 OFF)
NEW STUB JETTY WITH TIMBER PLANKS OVER
LEGEND:
NEW TIMBER HEADSTOCK (4 OFF)- 180 H x 100 W F17 HARDWOOD- 2M20 SS GRADE 316 A4-70 BOLTS TO PILE
NEW TIMBER GANGWAY FIXING BEAM (1 OFF)- 240 H x 100 W F17 HARDWOOD- 2M24 SS GRADE 316 A4-70 BOLTS TO EACH PILE
NEW TIMBER JOIST (3 OFF)- 180 H x 90 W F17 HARDWOOD- 1M20 SS GRADE 316 A4-70 RECESSED BOLT TO HEADSTOCKS AND 2M20 SS GRADE 316 A4-70 TO EXISTING JOIST OR PILE
EXISTING TIMBER JOIST SUPPLEMENTED (2 OFF)- 180 H x 90 W F17 HARDWOOD- 1M20 SS GRADE 316 A4-70 RECESSED BOLT TO HEADSTOCKS
NEW TIMBER PILE (4 OFF)- Ø350 F27 DOUBLE TREATED HARDWOOD- DRIVEN WITH 300 kN ULS AXIAL CAPACITY(MIN 6m EMBEDMENT INTO SOUND MATERIAL)
EXISTING PILE TO BE REPLACED (5 OFF) WITH - Ø350 F27 DOUBLE TREATED HARDWOOD- DRIVEN WITH 300 kN ULS AXIAL CAPACITY (MIN 6m EMBEDMENT INTO SOUND MATERIAL)-REFER GENERAL COMMENTS
EXISTING REDUNDANT PILE- IN POOR CONDITION NO WORK REQUIRED
EXISTING TIMBER PILES (2 OFF) TO BE EXTRACTED
EXISTING STAIRS TO BE DEMOLISHED
2m BUFFER ZONE EITHER SIDE OF SUBMARINE CABLES
EXISTING PILE TYP
NEW SS GRADE 316 HEAVY DUTY MOORING RING(10 OFF)
EXISTING PILE 8-B TO BE CUT DOWN TO BELOW DECK LEVEL
NEW VESSEL ALUMINIUM ACCESS LADDER TYP (6 OFF)
SUBMARINE CABLE(TELECOMMUNICATIONS)
2m BUFFER EITHER SIDE OF SUBMARINE CABLES
SUBMARINE CABLE(COMMS)
910
1025
970
2270
1150
2640
EXTEND EXISTING HANDRAIL TO SHED
NEW HANDRAIL TO MATCH EXISTING. PROVIDE 600mm OPENINGS AT LADDERS 2M12 SS GRADE 316 A470 BOLTS FOR FIXINGS TO JOISTS
Level 3, 2 Market Street
Newcastle NSW 2300, AustraliaTel +61 2 4928 9500
Email [email protected] www.royalhaskoningdhv.com
Haskoning Australia Pty Ltd.c
REVISION
TITLE
SCALEAT A1
REF.DATE
DATUMCOORD. SYSTEMDRAWN
DRAWING No.
PROJECT
CLIENT
REVISIONS
1 : 50
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SCOTLAND ISLAND WHARFFACILITY UPGRADE
BELLS WHARFREPAIR DETAILS
05/12/20
PA1979-RHD-00-DR-MA-1011
PA1979-RHD-00-DR-MA-1011
REV DATE DESCRIPTION BY CHK APR0 29.05.2020 ISSUED FOR CONSTRUCTION SC SH
1 : 50(A1)REPAIR PLAN
(A1)ISOMETRIC VIEW REPAIR WORKS
5000mm400030002000100001000
1:50 (A1) 1:100 (A3)
D5 FOR CONSTRUCTION
AUSTRALIAN HEIGHT DATUM
CS